PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 06/19/14 EST. NO.26 TIME 08:12 AM R.E. NAME: JAHROMI, REZA 07-202114 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 001 0250 487.70 E.W. @ F.A.(+) 032714 N 1076 0 0253 146.56 041014 N 1079 0 0254 574.02 041314 N 1080 0 0255 365.05 041414 N 1081 0 0256 454.29 042014 N 1082 0 0257 899.72 042114 N 1083 0 0258 413.39 042414 N 1084 0 0259 140.59 042814 N 1085 0 002 0009 600.00 E.W. @ U.P (+) 061114 N 1086 0 042 0022 3,911.66 E.W. @ F.A.(+) 010614 N 1036 0 0023 614.02 010614 N 1038 0 0026 638.71 010714 N 1041 0 0028 1,606.55 010814 N 1043 0 0031 1,782.97 010914 N 1047 0 050 0001 55,213.96 E.W. @ U.P (+) 042814 N 140428 67,849.19 TOTAL THIS ESTIMATE 2,248,997.24 TOTAL PREVIOUS ESTIMATE 2,316,846.43 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 06/19/14 EST. NO.26 TIME 08:12 AM R.E. NAME: JAHROMI, REZA 07-202114 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE CLOSURE -3,000.00 22 CPM NON COMPLIANCE -50,000.00 25 0.00 -53,000.00 TOTAL DEDUCTIONS 0.00 -53,000.00 PROGRAM CAS145 PAGE 1 DATE 06/19/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-202114 TIME 08:12 AM ESTIMATE NO. 26 BID OPENING 02/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/14 R.E. NAME: JAHROMI, REZA DATE OF THIS ESTIMATE 06/19/14 LOCATION PROGRESS ESTIMATE 07-LA-710-17.2/26.4 ----------------- SHIMMICK/MYERS & SONS J V IN LA COUNTY ON ROUTE 710 AT 16481 SCIENTIFIC WAY VARIOUS LOCATIONS FROM LOS ANGELES IRVINE CA 92618 RIVER BRIDGE TO RAMONA BOULEVARD UNDERCROSSING. FED. AID NO. ACNH-7101(809)N LONG LIFE PAVEMENT & WIDEN BRIDGES ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,000.0000 10,000.00 0.500 5,000 002 TIME-RELATED OVERHEAD WDAY 5,600.0000 4,032,000.00 19.000 106,400.00 402.000 2,251,200 003 TEMPORARY 12" BITUMINOUS COATED LF 450.0000 38,250.00 79.000 35,550 CORRUGATED STEEL PIPE RISER (0.079" THICK) 004 TEMPORARY 18" BITUMINOUS COATED SLOTTED LF 65.0000 429,650.00 6,610.000 429,650 CORRUGATED STEEL PIPE (0.079" THICK) 005 CONSTRUCTION SITE MANAGEMENT LS 15,000.0000 15,000.00 0.030 450.00 0.580 8,700 006 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 1.000 5,000 PREVENTION PLAN 007 GROSS SOLIDS REMOVAL DEVICE (LR-1) EA 34,000.0000 34,000.00 0.000 0 008 GROSS SOLIDS REMOVAL DEVICE (LR-2) EA 42,000.0000 84,000.00 0.000 0 009 GROSS SOLIDS REMOVAL DEVICE (INCLINED EA 17,000.0000 17,000.00 0.000 0 SCREEN TYPE A) 010 TEMPORARY FIBER ROLL LF 1.9000 159,790.00 57,645.000 109,525 011 TEMPORARY GRAVEL BAG BERM LF 7.5000 22,500.00 1,828.000 13,710 012 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 28,000.00 8.000 28,000 013 TEMPORARY CHECK DAM LF 9.2500 10,082.50 220.000 2,035 014 MOVE-IN/MOVE-OUT EA 850.0000 6,800.00 6.000 5,100 (TEMPORARY EROSION CONTROL) 015 TEMPORARY DRAINAGE INLET PROTECTION EA 350.0000 84,000.00 70.000 24,500 016 TEMPORARY HYDRAULIC MULCH SQYD 0.8500 67,065.00 54,491.890 46,318 (BONDED FIBER MATRIX) 017 STREET SWEEPING LS 400,000.0000 400,000.00 0.030 12,000.00 0.580 232,000 018 TEMPORARY CONCRETE WASHOUT BIN EA 20,000.0000 160,000.00 8.000 160,000 019 RAIN EVENT ACTION PLAN EA 450.0000 47,250.00 7.000 3,150 020 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 1.000 2,000 021 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 27,000.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 06/19/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-202114 TIME 08:12 AM ESTIMATE NO. 26 BID OPENING 02/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/14 R.E. NAME: JAHROMI, REZA DATE OF THIS ESTIMATE 06/19/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 022 CONSTRUCTION AREA SIGNS LS 150,000.0000 150,000.00 0.020 3,000.00 0.570 85,500 023 TRAFFIC CONTROL SYSTEM LS 1,400,000.0000 1,400,000.00 0.030 42,000.00 0.580 812,000 024 TYPE II BARRICADE EA 250.0000 4,000.00 0.000 0 025 TYPE III BARRICADE EA 175.0000 57,400.00 85.000 14,875 026 TEMPORARY TRAFFIC STRIPE (TAPE) LF 4.0000 948,000.00 0.000 0 027 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.2500 607,500.00 369,735.000 462,168 028 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 39,250.00 12.000 300.00 596.000 14,900 029 TEMPORARY PAVEMENT MARKER EA 6.0000 59,280.00 7,239.000 43,434 030 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,100.0000 16,500.00 4.000 4,400 031 TEMPORARY RAILING (TYPE K) LF 10.5000 1,318,380.00 640.000 6,720.00 71,500.000 750,750 032 MOVEABLE CONCRETE BARRIER LS 900,000.0000 900,000.00 0.000 0 033 TEMPORARY CRASH CUSHION MODULE EA 150.0000 119,100.00 409.000 61,350 034 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.9000 68,310.00 31,435.000 28,291 STRIPE (HAZARDOUS WASTE) 035 NOISE MONITORING LS 20,000.0000 20,000.00 0.500 10,000 036 ABANDON CULVERT LF 10.0000 6,000.00 249.200 2,492 037 ABANDON INLET EA 800.0000 4,000.00 1.000 800 038 OBLITERATE SURFACING SQYD 10.0000 13,500.00 592.000 5,920 039 REMOVE CHAIN LINK FENCE LF 6.0000 8,100.00 1,337.600 8,025 040 REMOVE METAL BEAM GUARD RAILING LF 8.0000 118,400.00 5,477.260 43,818 041 REMOVE SINGLE THRIE BEAM BARRIER LF 6.0000 23,160.00 4,766.000 28,596 (STEEL POST) 042 REMOVE CABLE RAILING LF 6.0000 2,280.00 378.500 2,271 043 REMOVE PAINTED TRAFFIC STRIPE LF 0.7500 180,000.00 47,918.000 35,938 044 REMOVE PAVEMENT MARKING SQFT 3.0000 2,310.00 176.000 528 045 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 60,000.00 54,543.000 40,907 046 REMOVE PAVEMENT MARKER EA 1.1500 29,210.00 11,414.000 13,126 047 REMOVE CHANNELIZERS EA 8.0000 144.00 0.000 0 048 REMOVE ROADSIDE SIGN EA 100.0000 4,100.00 5.000 500 PROGRAM CAS145 PAGE 3 DATE 06/19/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-202114 TIME 08:12 AM ESTIMATE NO. 26 BID OPENING 02/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/14 R.E. NAME: JAHROMI, REZA DATE OF THIS ESTIMATE 06/19/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 049 REMOVE SIGN STRUCTURE EA 3,500.0000 70,000.00 10.000 35,000 050 REMOVE BRIDGE MOUNTED SIGN EA 1,500.0000 6,000.00 2.000 3,000 051 REMOVE ASPHALT CONCRETE DIKE LF 5.0000 2,050.00 264.000 1,320 052 REMOVE OVERSIDE DRAIN EA 900.0000 1,800.00 0.000 0 053 REMOVE CULVERT LF 6.5000 39,585.00 3,600.900 23,405 054 REMOVE INLET EA 800.0000 52,000.00 32.000 25,600 055 REMOVE HEADWALL EA 600.0000 3,000.00 5.000 3,000 056 REMOVE RETAINING WALL LF 40.0000 31,200.00 380.000 15,200.00 778.000 31,120 057 REMOVE CONCRETE PAVEMENT CY 70.0000 2,310,000.00 254.280 17,799.60 4,734.010 331,380 058 REMOVE ASPHALT CONCRETE SURFACING SQFT 3.0000 2,130.00 0.000 0 059 REMOVE CONCRETE DECK SURFACE SQFT 2.5000 5,850.00 0.000 0 060 SALVAGE CONCRETE BARRIER (TYPE K) LF 8.0000 5,120.00 0.000 0 061 SALVAGE PORTABLE CONCRETE BARRIER LF 6.0000 9,360.00 0.000 0 (TYPE 60K) 062 RELOCATE ROADSIDE SIGN EA 200.0000 200.00 0.000 0 063 ADJUST INLET EA 1,100.0000 46,200.00 22.500 24,750 064 ADJUST MANHOLE TO GRADE EA 1,100.0000 1,100.00 0.000 0 065 REPLACE SIGN PANEL (ROADSIDE SIGN) EA 130.0000 520.00 0.000 0 066 REMOVE CONCRETE CY 550.0000 6,050.00 3.100 1,705 067 REMOVE CONCRETE (GUTTER) LF 20.0000 7,600.00 378.500 7,570 068 REMOVE CONCRETE CURB CY 25.0000 30,500.00 597.660 14,941 069 REMOVE CONCRETE SIDEWALK CY 300.0000 1,500.00 0.000 0 070 REMOVE CONCRETE BARRIER LF 12.0000 182,760.00 8,848.000 106,176 071 REMOVE UNSOUND CONCRETE CF 75.0000 29,250.00 0.000 0 072 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.2500 1,922.50 0.000 0 073 CLEAN BRIDGE DECK SQFT 0.1400 9,814.00 0.000 0 074 REMOVE SOUND WALL LF 40.0000 14,800.00 380.000 15,200.00 495.000 19,800 075 ACCESS OPENING, DECK EA 700.0000 9,100.00 13.000 9,100.00 13.000 9,100 PROGRAM CAS145 PAGE 4 DATE 06/19/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-202114 TIME 08:12 AM ESTIMATE NO. 26 BID OPENING 02/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/14 R.E. NAME: JAHROMI, REZA DATE OF THIS ESTIMATE 06/19/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 CAP INLET EA 800.0000 36,800.00 24.000 19,200 077 CAP RISER EA 700.0000 7,000.00 0.000 0 078 REMOVE CRASH CUSHION (SAND FILLED) EA 90.0000 990.00 0.000 0 079 BRIDGE REMOVAL LS 125,000.0000 125,000.00 1.000 125,000 080 BRIDGE REMOVAL (PORTION), LOCATION A LS 225,000.0000 225,000.00 1.000 225,000 081 BRIDGE REMOVAL (PORTION), LOCATION B LS 60,000.0000 60,000.00 0.950 57,000 082 BRIDGE REMOVAL (PORTION), LOCATION C LS 125,000.0000 125,000.00 1.000 125,000 083 BRIDGE REMOVAL (PORTION), LOCATION D LS 135,000.0000 135,000.00 1.000 135,000 084 BRIDGE REMOVAL (PORTION), LOCATION E LS 40,000.0000 40,000.00 1.000 40,000 085 BRIDGE REMOVAL (PORTION), LOCATION F LS 30,000.0000 30,000.00 1.000 30,000 086 BRIDGE REMOVAL (PORTION), LOCATION G LS 20,000.0000 20,000.00 0.900 18,000 087 CLEARING AND GRUBBING LS 10,000.0000 10,000.00 0.750 7,500 088 ROADWAY EXCAVATION CY 20.0000 3,440,000.00 134.000 2,680.00 64,815.070 1,296,301 089 ROADWAY EXCAVATION (TYPE Z-2) CY 110.0000 2,123,000.00 12,499.000 1,374,890 (AERIALLY DEPOSITED LEAD) 090 ROADWAY EXCAVATION (TYPE Y-1) CY 17.0000 149,940.00 5,740.000 97,580 (AERIALLY DEPOSITED LEAD) 091 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500 092 ADL BURIAL LOCATION REPORT LS 10,000.0000 10,000.00 0.000 0 093 STRUCTURE EXCAVATION (BRIDGE) CY 45.0000 146,925.00 3,265.000 146,925 (F) 094 STRUCTURE EXCAVATION (RETAINING WALL) CY 90.0000 958,950.00 9,640.000 867,600 (F) 095 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 55.0000 21,450.00 390.000 21,450 (F) 096 STRUCTURE EXCAVATION (TYPE Z-2) CY 265.0000 1,459,355.00 5,505.000 1,458,825 (F) (AERIALLY DEPOSITED LEAD) 097 STRUCTURE EXCAVATION (TYPE Y-1) CY 50.0000 33,600.00 672.000 33,600 (F) (AERIALLY DEPOSITED LEAD) 098 STRUCTURE BACKFILL (BRIDGE) CY 55.0000 262,515.00 4,658.000 256,190 (F) 099 STRUCTURE BACKFILL (RETAINING WALL) CY 70.0000 780,710.00 10,455.000 731,850 (F) 100 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 105.0000 19,950.00 0.000 0 (F) 101 PERVIOUS BACKFILL MATERIAL (RETAINING CY 70.0000 100,450.00 1,435.000 100,450 (F) WALL) 102 SAND BACKFILL CY 100.0000 8,500.00 30.540 3,054 PROGRAM CAS145 PAGE 5 DATE 06/19/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-202114 TIME 08:12 AM ESTIMATE NO. 26 BID OPENING 02/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/14 R.E. NAME: JAHROMI, REZA DATE OF THIS ESTIMATE 06/19/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 110.0000 40,700.00 370.000 40,700 (F) 104 LEAN CONCRETE BACKFILL CY 110.0000 12,760.00 116.000 12,760 (F) 105 DITCH EXCAVATION (TYPE Z-2) (AERIALLY CY 115.0000 111,550.00 0.000 0 DEPOSITED LEAD) 106 HIGHWAY PLANTING LS 475,000.0000 475,000.00 0.000 0 107 ROCK BLANKET SQYD 80.0000 42,400.00 0.000 0 108 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 500.00 0.000 0 109 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.1000 3,120.00 0.000 0 110 PLANT ESTABLISHMENT WORK LS 30,000.0000 30,000.00 0.000 0 111 IRRIGATION SYSTEM LS 100,000.0000 100,000.00 0.000 0 112 CLASS 2 AGGREGATE BASE CY 300.0000 300.00 0.000 0 113 AGGREGATE BASE (APPROACH SLAB) CY 230.0000 8,280.00 0.000 0 114 CLASS 3 AGGREGATE BASE CY 30.0000 1,308,000.00 -324.360 -9,730.80 16,041.050 481,231 115 LEAN CONCRETE BASE CY 105.0000 1,764,000.00 2,251.740 236,432.70 9,971.740 1,047,032 116 LEAN CONCRETE BASE (RAPID SETTING) CY 205.0000 6,068,000.00 0.000 0 117 HOT MIX ASPHALT TON 97.0000 991,340.00 1,964.000 190,508 118 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 119 PAVING ASPHALT (BINDER, GEOSYNTHETIC TON 1,500.0000 4,500.00 0.000 0 PAVEMENT INTERLAYER) 120 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 3.5000 6,965.00 0.000 0 121 DATA CORE LS 6,000.0000 6,000.00 0.000 0 122 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 2.1500 15,265.00 2,022.000 4,347 123 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.1500 4,472.00 0.000 0 124 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.1500 19,156.50 0.000 0 125 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.1500 30,530.00 725.000 1,558 126 PLACE HOT MIX ASPHALT SQYD 100.0000 1,100.00 0.000 0 (MISCELLANEOUS AREA) 127 JOINTED PLAIN CONCRETE PAVEMENT CY 135.0000 4,657,500.00 3,214.030 433,894.05 17,534.730 2,367,188 128 PRECAST PRESTRESSED CONCRETE PAVEMENT CY 500.0000 13,850,000.00 0.000 0 129 JOINTED PLAIN CONCRETE PAVEMENT (RAPID CY 285.0800 5,216,964.00 0.000 0 STRENGTH CONCRETE 400 PSI) PROGRAM CAS145 PAGE 6 DATE 06/19/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-202114 TIME 08:12 AM ESTIMATE NO. 26 BID OPENING 02/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/14 R.E. NAME: JAHROMI, REZA DATE OF THIS ESTIMATE 06/19/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 JOINTED PLAIN CONCRETE PAVEMENT (RAPID CY 215.0000 1,225,500.00 0.000 0 STRENGTH CONCRETE 550 PSI) 131 SEAL PAVEMENT JOINT LF 3.0000 269,400.00 10,000.000 30,000 132 SEAL LONGITUDINAL ISOLATION JOINT LF 6.0000 426,000.00 6,602.000 39,612 133 TIE BAR (DRILL AND BOND) EA 12.0000 93,360.00 0.000 0 134 DOWEL BAR (DRILL AND BOND) EA 20.0000 16,800.00 53.000 1,060.00 53.000 1,060 135 DOWEL BAR RETROFIT EA 55.0000 48,950.00 0.000 0 136 REPAIR SPALLED JOINTS (POLYESTER GROUT) SQYD 1,050.0000 939,750.00 0.000 0 137 GRIND CONCRETE PAVEMENT SQYD 4.0000 1,362,400.00 38,360.000 153,440 138 STEEL SOLDIER PILE (HP 14 X 117) LF 60.0000 103,200.00 1,720.000 103,200 139 STEEL SOLDIER PILE (HP 14 X 89) LF 50.0000 43,500.00 870.000 43,500 140 30" DRILLED HOLE LF 55.0000 146,850.00 2,670.000 146,850 141 FURNISH STEEL PILING (HP 12 X 84) LF 60.0000 239,400.00 4,468.000 268,080 142 DRIVE STEEL PILE (HP 12 X 84) EA 1,000.0000 86,000.00 87.000 87,000 143 FURNISH STEEL PILING (HP 14 X 117) LF 80.0000 393,600.00 6,082.200 486,576 144 DRIVE STEEL PILE (HP 14 X 117) EA 1,000.0000 100,000.00 100.000 100,000 145 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 100.0000 336,400.00 2,328.080 232,808 146 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 100.0000 33,800.00 329.500 32,950 147 54" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 600.0000 126,000.00 201.500 120,900 148 66" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,050.0000 1,102,500.00 1,050.000 1,102,500 149 78" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,250.0000 262,500.00 209.000 261,250 150 FURNISH PILING (CLASS 90) LF 40.0000 254,800.00 5,939.200 237,568 (ALTERNATIVE W) 151 DRIVE PILE (CLASS 90) EA 1,000.0000 145,000.00 134.000 134,000 (ALTERNATIVE W) 152 FURNISH PILING (CLASS 140) LF 60.0000 892,200.00 16,526.000 991,560 (ALTERNATIVE W) 153 DRIVE PILE (CLASS 140) EA 1,250.0000 363,750.00 386.000 482,500 (ALTERNATIVE W) 154 MICROPILE (NPS 12 XX-STRONG) EA 15,000.0000 90,000.00 6.000 90,000 155 PRESTRESSING CAST-IN-PLACE CONCRETE LS 75,000.0000 75,000.00 0.850 63,750.00 1.000 75,000 156 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 260.0000 324,220.00 1,247.000 324,220 (F) PROGRAM CAS145 PAGE 7 DATE 06/19/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-202114 TIME 08:12 AM ESTIMATE NO. 26 BID OPENING 02/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/14 R.E. NAME: JAHROMI, REZA DATE OF THIS ESTIMATE 06/19/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 157 STRUCTURAL CONCRETE, BRIDGE CY 750.0000 4,407,750.00 219.000 164,250.00 5,154.000 3,865,500 (F) 158 STRUCTURAL CONCRETE, RETAINING WALL CY 330.0000 1,642,080.00 235.000 77,550.00 4,584.000 1,512,720 (F) 159 STRUCTURAL CONCRETE, APPROACH SLAB CY 685.0000 274,000.00 33.100 22,673 (F) (TYPE N) 160 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,200.0000 415,200.00 0.000 0 (TYPE R) 161 STRUCTURAL CONCRETE CHANNEL INVERT SLAB CY 125.0000 37,500.00 300.000 37,500 (F) 162 MINOR CONCRETE (MINOR STRUCTURE) CY 1,000.0000 428,000.00 148.370 148,370 (F) 163 MINOR CONCRETE (MINOR STRUCTURE) ANCHOR CY 432.0000 5,400.00 0.000 0 (F) BLOCK 164 MINOR CONCRETE (SOUND WALL) CY 650.0000 4,550.00 7.000 4,550 (F) 165 MINOR CONCRETE (BACKFILL) CY 100.0000 2,300.00 7.280 728 (F) 166 PAVING NOTCH EXTENSION CF 200.0000 49,000.00 0.000 0 167 FRACTURED RIB TEXTURE SQFT 12.0000 42,660.00 3,555.000 42,660 (F) 168 RIB TEXTURE (VERTICLE AND DIAGONAL) SQFT 60.0000 50,400.00 840.000 50,400 (F) 169 DRILL AND BOND DOWEL LF 16.0000 42,256.00 1,242.000 19,872 170 DRILL AND BOND DOWEL (CHEMICAL ADHESIVE) EA 20.0000 3,120.00 0.000 0 171 RAPID SETTING CONCRETE PATCH CF 100.0000 39,000.00 0.000 0 172 CLOSE ACCESS, DECK EA 250.0000 3,250.00 13.000 3,250.00 13.000 3,250 173 FURNISH PRECAST PRESTRESSED RECTANGULAR EA 25,000.0000 150,000.00 6.000 150,000 CONCRETE GIRDER (70'-80') 174 FURNISH PRECAST PRESTRESSED RECTANGULAR EA 25,000.0000 175,000.00 7.000 175,000 CONCRETE GIRDER (80'-90') 175 FURNISH PRECAST PRESTRESSED CONCRETE EA 26,000.0000 26,000.00 2.000 52,000.00 2.000 52,000 U-GIRDER (60'-70') 176 FURNISH PRECAST PRESTRESSED CONCRETE EA 50,000.0000 50,000.00 1.000 50,000 U-GIRDER (90'-100') 177 ERECT PRECAST PRESTRESSED RECTANGULAR EA 5,000.0000 65,000.00 13.000 65,000 (F) CONCRETE GIRDER 178 ERECT PRECAST PRESTRESSED CONCRETE EA 12,500.0000 25,000.00 1.000 12,500.00 2.000 25,000 (F) U-GIRDER 179 REFINISH BRIDGE DECK SQFT 34.0000 92,446.00 0.000 0 180 FURNISH POLYESTER CONCRETE OVERLAY CF 105.0000 85,050.00 0.000 0 181 PLACE POLYESTER CONCRETE OVERLAY SQFT 3.0000 23,070.00 0.000 0 (F) 182 CORE CONCRETE (2") LF 90.0000 5,850.00 65.000 5,850 183 CORE CONCRETE (13') LF 1,100.0000 9,900.00 9.000 9,900 PROGRAM CAS145 PAGE 8 DATE 06/19/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-202114 TIME 08:12 AM ESTIMATE NO. 26 BID OPENING 02/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/14 R.E. NAME: JAHROMI, REZA DATE OF THIS ESTIMATE 06/19/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 184 CORE AND PRESSURE GROUT DOWEL LF 50.0000 87,500.00 1,750.000 87,500 185 SOUND WALL (MASONRY BLOCK) SQFT 20.4800 64,512.00 0.000 0 (F) 186 JOINT SEAL (MR 1/2") LF 25.0000 11,050.00 0.000 0 187 JOINT SEAL (MR 1") LF 35.0000 5,250.00 0.000 0 188 JOINT SEAL (MR 1 1/2") LF 80.0000 4,000.00 0.000 0 189 JOINT SEAL (MR 2") LF 90.0000 13,410.00 0.000 0 190 JOINT SEAL (TYPE AL) LF 25.0000 18,750.00 375.000 9,375 191 BONDED JOINT SEAL (MR 2 1/2") LF 165.0000 2,310.00 0.000 0 192 BAR REINFORCING STEEL LB 0.9500 13,205.00 0.000 0 (F) 193 BAR REINFORCING STEEL (BRIDGE) LB 0.8500 1,748,705.00 15,299.960 13,004.97 1,863,510.000 1,583,983 (F) 194 BAR REINFORCING STEEL (RETAINING WALL) LB 0.4500 455,130.00 54,000.000 24,300.00 944,879.000 425,195 (F) 195 BAR REINFORCING STEEL (EPOXY COATED) LB 1.5000 1,290.00 860.000 1,290 (F) (BRIDGE) 196 HEADED BAR REINFORCEMENT EA 25.0000 1,900.00 76.000 1,900.00 76.000 1,900 (F) 197 TREAT BRIDGE DECK SQFT 0.2500 17,525.00 0.000 0 (F) 198 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 80.0000 37,600.00 0.000 0 199 PUBLIC SAFETY PLAN LS 3,000.0000 3,000.00 0.000 0 200 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.9500 1,950,000.00 0.000 0 (F) 201 ERECT STRUCTURAL STEEL (BRIDGE) LB 0.5500 550,000.00 0.000 0 (F) 202 FURNISH SIGN STRUCTURE (TRUSS) LB 3.8000 2,232,838.20 99,401.000 377,723 (F) 203 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2700 158,649.03 99,401.000 26,838 (F) 204 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 12.0000 105,480.00 1,405.000 16,860 205 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 32.0000 6,720.00 0.000 0 206 FURNISH LAMINATED PANEL SIGN SQFT 36.0000 17,280.00 0.000 0 (2 1/2"-TYPE B) 207 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 1,920.00 0.000 0 (0.063"-UNFRAMED) 208 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 8,640.00 0.000 0 (0.080"-UNFRAMED) 209 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 900.00 0.000 0 (0.063"-FRAMED) 210 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.0000 2,090.00 0.000 0 (0.080"-FRAMED) PROGRAM CAS145 PAGE 9 DATE 06/19/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-202114 TIME 08:12 AM ESTIMATE NO. 26 BID OPENING 02/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/14 R.E. NAME: JAHROMI, REZA DATE OF THIS ESTIMATE 06/19/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 211 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 825.0000 660,000.00 22.000 18,150.00 218.750 180,468 (SIGN FOUNDATION) 212 METAL (BARRIER MOUNTED SIGN) LB 22.0000 18,260.00 0.000 0 213 ROADSIDE SIGN - ONE POST EA 350.0000 12,600.00 0.000 0 214 ROADSIDE SIGN - TWO POST EA 3,500.0000 31,500.00 0.000 0 215 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 1,650.00 0.000 0 METHOD) 216 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 12.0000 19,200.00 0.000 0 217 INSTALL SIGN PANEL ON BARRIER/SOUNDWALL EA 150.0000 150.00 0.000 0 218 ABUTMENT LUMBER BLOCKING MFBM 6,000.0000 36,600.00 4.800 28,800 (F) 219 TIMBER LAGGING MFBM 3,000.0000 72,000.00 24.000 72,000 (F) 220 CLEAN AND PAINT STRUCTURAL STEEL LS 260,000.0000 260,000.00 0.000 0 221 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 150.0000 39,000.00 0.000 0 222 12" ALTERNATIVE PIPE CULVERT LF 70.0000 11,900.00 234.000 16,380 223 18" ALTERNATIVE PIPE CULVERT LF 75.0000 183,750.00 1,425.180 106,888 224 24" ALTERNATIVE PIPE CULVERT LF 65.0000 108,550.00 1,072.420 69,707 225 3" PLASTIC PIPE (SCHEDULE 40 PVC) LF 4.0000 2,240.00 0.000 0 226 18" BITUMINOUS COATED CORRUGATED STEEL LF 150.0000 22,500.00 0.000 0 PIPE (.079" THICK) 227 24" BITUMINOUS COATED CORRUGATED STEEL LF 75.0000 24,000.00 245.600 18,420 PIPE (.079" THICK) 228 12" BITUMINOUS COATED SLOTTED CORRUGATED LF 100.0000 64,000.00 640.000 64,000 STEEL PIPE (.079" THICK) 229 18" BITUMINOUS COATED SLOTTED CORRUGATED LF 125.0000 56,250.00 1,302.200 162,775 STEEL PIPE (.079" THICK) 230 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 22.0000 120,780.00 2,812.000 61,864 231 GRATED LINE DRAIN LF 75.0000 46,500.00 150.000 11,250 232 12" BITUMINOUS COATED CORRUGATED STEEL LF 425.0000 8,500.00 0.000 0 PIPE RISER (.079" THICK) 233 36" BITUMINOUS COATED CORRUGATED STEEL LF 1,500.0000 7,500.00 0.000 0 PIPE RISER (.079" THICK) 234 WELDED STEEL PIPE CASING (BRIDGE) LF 165.0000 12,705.00 0.000 0 235 18" ALTERNATIVE FLARED END SECTION EA 500.0000 1,000.00 0.000 0 236 24" ALTERNATIVE FLARED END SECTION EA 500.0000 1,500.00 0.000 0 237 ROCK SLOPE PROTECTION CY 120.0000 12,000.00 0.000 0 (FACING, METHOD B) PROGRAM CAS145 PAGE 10 DATE 06/19/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-202114 TIME 08:12 AM ESTIMATE NO. 26 BID OPENING 02/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/14 R.E. NAME: JAHROMI, REZA DATE OF THIS ESTIMATE 06/19/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 238 CONCRETE (CHANNEL LINING) CY 300.0000 3,600.00 12.000 3,600 (F) 239 ROCK SLOPE PROTECTION FABRIC SQYD 10.0000 2,700.00 0.000 0 240 MINOR CONCRETE (CURB AND SIDEWALK AND CY 375.0000 75,000.00 0.000 0 DRIVEWAY) 241 MINOR CONCRETE (GUTTER) CY 400.0000 73,600.00 73.000 29,200 (F) 242 MINOR CONCRETE (STAMPED CONCRETE) SQFT 6.0000 186,060.00 0.000 0 243 MISCELLANEOUS IRON AND STEEL LB 1.2500 110,410.00 25,755.000 32,193 (F) 244 ISOLATION CASING LB 7.0000 42,700.00 6,100.000 42,700 (F) 245 MISCELLANEOUS METAL LB 10.0000 113,600.00 7,960.000 79,600.00 15,920.000 159,200 (F) (RESTRAINER - CABLE TYPE) 246 MISCELLANEOUS METAL (BRIDGE) LB 8.0000 259,240.00 0.000 0 (F) 247 BRIDGE DECK DRAINAGE SYSTEM LB 6.0000 110,400.00 0.000 0 (F) 248 CHAIN LINK FENCE (TYPE CL-6) LF 18.0000 21,600.00 369.140 6,644 249 3" CHAIN LINK GATE (TYPE CL-5) EA 1,000.0000 4,000.00 0.000 0 250 3' CHAIN LINK GATE (TYPE CL-6) EA 1,500.0000 1,500.00 0.000 0 251 8' CHAIN LINK GATE (TYPE CL-6) EA 1,500.0000 3,000.00 0.000 0 252 OBJECT MARKER (TYPE PB) LF 125.0000 125.00 0.000 0 253 INSTALL MEDIAN MILEAGE PANEL EA 75.0000 2,550.00 0.000 0 254 METAL BEAM GUARD RAILING (WOOD POST) LF 24.0000 309,600.00 677.000 16,248 255 BURIED POST AND ANCHOR EA 500.0000 1,000.00 0.000 0 256 CHAIN LINK RAILING LF 135.0000 4,590.00 0.000 0 (F) 257 CHAIN LINK RAILING (TYPE 7) LF 125.0000 15,500.00 0.000 0 (F) 258 SINGLE THRIE BEAM BARRIER (WOOD POST) LF 30.0000 4,800.00 0.000 0 259 SINGLE THRIE BEAM BARRIER (BRIDGE) LF 45.0000 3,150.00 0.000 0 260 CABLE RAILING LF 25.0000 112,900.00 1,243.000 31,075 (F) 261 TRANSITION RAILING (TYPE WB) EA 2,500.0000 80,000.00 0.000 0 262 END ANCHOR ASSEMBLY (TYPE SFT) EA 500.0000 9,500.00 0.000 0 263 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 24,000.00 0.000 0 264 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,000.0000 42,000.00 0.000 0 PROGRAM CAS145 PAGE 11 DATE 06/19/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-202114 TIME 08:12 AM ESTIMATE NO. 26 BID OPENING 02/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/14 R.E. NAME: JAHROMI, REZA DATE OF THIS ESTIMATE 06/19/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 265 CRASH CUSHION, SAND FILLED EA 425.0000 17,850.00 0.000 0 266 CRASH CUSHION (REACT 9CBB) EA 50,000.0000 50,000.00 0.000 0 267 CONCRETE BARRIER (TYPE 60) LF 60.0000 67,800.00 213.240 12,794 268 CONCRETE BARRIER (TYPE 60D) LF 35.0000 176,050.00 757.000 26,495 269 CONCRETE BARRIER (TYPE 60E MODIFIED) LF 155.0000 21,700.00 0.000 0 270 CONCRETE BARRIER (TYPE 60G) LF 60.0000 102,000.00 415.000 24,900 271 CONCRETE BARRIER (TYPE 60GC) LF 65.0000 101,400.00 1,963.770 127,645 272 CONCRETE BARRIER (TYPE 60GE MODIFIED) LF 250.0000 175,000.00 328.820 82,205 273 CONCRETE BARRIER (TYPE 60S) LF 45.0000 62,550.00 170.640 7,678 274 CONCRETE BARRIER (TYPE 60SC) LF 65.0000 11,700.00 126.000 8,190 275 CONCRETE BARRIER (TYPE 60SE) LF 180.0000 16,380.00 120.920 21,765 276 CONCRETE BARRIER (TYPE 60W MODIFIED) LF 185.0000 1,069,300.00 1,394.060 257,901 277 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 57.0000 88,464.00 0.000 0 (F) 278 CONCRETE BARRIER (TYPE 60R) LF 400.0000 64,000.00 90.000 36,000 279 CONCRETE BARRIER (TYPE 732) LF 65.0000 53,300.00 0.000 0 (F) 280 CONCRETE BARRIER (TYPE 732A) LF 55.0000 17,270.00 0.000 0 (F) 281 CONCRETE BARRIER (TYPE 60GCR) LF 350.0000 318,500.00 707.550 247,642 282 CONCRETE BARRIER (TYPE 732B) LF 100.0000 14,000.00 0.000 0 283 CONCRETE BARRIER (TYPE 60SW MODIFIED) LF 170.0000 700,400.00 1,780.690 302,717 284 CONCRETE BARRIER (TYPE 736) LF 55.0000 51,205.00 0.000 0 (F) 285 CONCRETE BARRIER (TYPE 736A) LF 52.0000 60,112.00 0.000 0 (F) 286 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 80.0000 140,800.00 0.000 0 (F) 287 CONCRETE BARRIER (TYPE 736R) LF 60.0000 11,640.00 0.000 0 (F) 288 CONCRETE BARRIER (TYPE 736 MODIFIED 1) LF 10.0000 6,190.00 0.000 0 (F) 289 CONCRETE BARRIER (TYPE 736B) LF 70.0000 12,600.00 0.000 0 290 CONCRETE BARRIER (TYPE 736B MODIFIED 1) LF 70.0000 12,600.00 0.000 0 291 CONCRETE BARRIER (TYPE 732SV) LF 100.0000 12,000.00 150.000 15,000 PROGRAM CAS145 PAGE 12 DATE 06/19/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-202114 TIME 08:12 AM ESTIMATE NO. 26 BID OPENING 02/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/14 R.E. NAME: JAHROMI, REZA DATE OF THIS ESTIMATE 06/19/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 292 CONCRETE BARRIER (TYPE 60SA MOD) LF 75.0000 37,725.00 118.000 8,850 (F) 293 CONCRETE BARRIER (TYPE 732B MOD) LF 60.0000 7,920.00 0.000 0 (F) 294 CONCRETE BARRIER (TYPE 736A MOD) LF 50.0000 2,800.00 0.000 0 (F) 295 CONCRETE BARRIER (TYPE 732 MOD 1) LF 40.0000 31,760.00 0.000 0 (F) 296 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.1500 130,243.25 0.000 0 297 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.2500 34,807.50 0.000 0 298 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.7000 18,020.00 0.000 0 (BROKEN 12-3) 299 THERMOPLASTIC PAVEMENT MARKING SQFT 5.5000 10,450.00 0.000 0 300 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4600 60,260.00 0.000 0 (BROKEN 36-12) 301 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4600 3,312.00 0.000 0 (BROKEN 17-7) 302 PAINT TRAFFIC STRIPE (2-COAT) LF 0.6000 45,180.00 57,392.000 34,435 303 PAINT PAVEMENT MARKING SQFT 6.0000 4,020.00 256.000 1,536 304 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.5000 27,250.00 0.000 0 305 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 54,500.00 897.000 4,485 306 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 25,000.0000 25,000.00 0.600 15,000 SYSTEM ELEMENTS DURING CONSTRUCTION 307 LIGHTING (TEMPORARY) LS 250,000.0000 250,000.00 0.680 170,000 308 LIGHTING (BIKEWAY) LS 50,000.0000 50,000.00 0.000 0 309 MODIFY TRAFFIC MONITORING STATION LS 35,000.0000 35,000.00 0.000 0 310 MODIFY AUTOMATIC VEHICLE CLASSIFICATION LS 65,000.0000 65,000.00 0.240 15,600 STATION 311 MODIFY RAMP METERING SYSTEM LS 275,000.0000 275,000.00 0.110 30,250.00 0.340 93,500 312 MODIFY LIGHTING AND SIGN ILLUMINATION LS 1,500,000.0000 1,500,000.00 0.380 570,000 313 COMMUNICATION SYSTEM LS 1,400,000.0000 1,400,000.00 0.140 196,000 314 CHANGEABLE MESSAGE SIGN SYSTEM LS 60,000.0000 60,000.00 0.240 14,400 (LOCATION 255) 315 CHANGEABLE MESSAGE SIGN SYSTEM LS 20,000.0000 20,000.00 0.130 2,600 (LOCATION LB257) 316 CLOSED CIRCUIT TELEVISION CAMERA LS 50,000.0000 50,000.00 0.000 0 (LOCATION LB210) 317 CLOSED CIRCUIT TELEVISION CAMERA LS 40,000.0000 40,000.00 0.000 0 (LOCATION LB219) 318 CLOSED CIRCUIT TELEVISION CAMERA LS 40,000.0000 40,000.00 0.000 0 (LOCATION LB231) PROGRAM CAS145 PAGE 13 DATE 06/19/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-202114 TIME 08:12 AM ESTIMATE NO. 26 BID OPENING 02/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/14 R.E. NAME: JAHROMI, REZA DATE OF THIS ESTIMATE 06/19/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 319 CLOSED CIRCUIT TELEVISION CAMERA LS 45,000.0000 45,000.00 0.000 0 (LOCATION LB237) 320 CLOSED CIRCUIT TELEVISION CAMERA LS 45,000.0000 45,000.00 0.170 7,650 (LOCATION LB245) 321 CLOSED CIRCUIT TELEVISION CAMERA LS 40,000.0000 40,000.00 0.000 0 (LOCATION LB257) 322 VIDEO NODE (LOCATION LB237) LS 80,000.0000 80,000.00 0.000 0 323 DATA NODE (LOCATION LB237) LS 40,000.0000 40,000.00 0.000 0 324 TRAFFIC MONITORING STATION LS 50,000.0000 50,000.00 0.000 0 (LOCATION 2705) 325 TRAFFIC MONITORING STATION LS 40,000.0000 40,000.00 0.000 0 (LOCATION 2706) 326 TRAFFIC MONITORING STATION LS 40,000.0000 40,000.00 0.020 800 (LOCATION 2305) 327 SYSTEM TESTING AND DOCUMENTATION LS 50,000.0000 50,000.00 0.000 0 PROGRAM CAS145 PAGE 14 DATE 06/19/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-202114 TIME 08:12 AM ESTIMATE NO. 26 BID OPENING 02/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/14 R.E. NAME: JAHROMI, REZA DATE OF THIS ESTIMATE 06/19/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,433,010.52 35,523,561.03 ADJUSTMENT OF COMPENSATION 0.00 150,710.98 EXTRA WORK 67,849.19 2,166,135.45 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,500,859.71 37,840,407.46 328 MOBILIZATION LS 6,000,000.0000 6,000,000.00 0.950 5,700,000 ORIGINAL CONTRACT AMOUNT 102,593,895.48 TOTAL WORK COMPLETED 1,500,859.71 43,540,407.46 MATERIALS ON HAND ON SITE 1,169,921.29 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -53,000.00 TOTAL 1,500,859.71 44,657,328.75 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 04/30/12 900 06/25/12 00/00/00 07/18/16 404 109 0 0 40% 45% PROGRESS IS SATISFACTORY JAHROMI, REZA RESIDENT ENGINEER PROGRAM CAS145 DATE 06/19/14